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WS-08-22-2016Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 41 NE loSTH ST Miami Shores FL 33138 Contacts Permit NO.: WS-08-22-2016 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 08/19/2022l Expiration:02/20/2023 Parcel Number 1121360060120 WALTER HARVEY Owner FHIA, LLC Contractor 41 MAURYSIO DOS SANTOS 3801 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 permits@fhiaproducts.com Description: REPLACE 7 WINDOWS & 1 DOOR W/IMPACT SIZE FOR SIZE Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $3.15 DCA Fee $2.10 Education Surcharge $6.00 Sunning Fee $15.00 Technology Fee $21.00 Windows/Shutters Fee $160.00 Total: $269.25 Valuation: Inspect! $ 19,473.00 on Requests: Total Sq Feet: 0.00 Payments Date Paid Amt Paid Total Fees $269.25 Credit Card 08/10/2022 $50.00 Credit Card 08/19/2022 $219.25 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perfonn h work wvered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, a ants or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work a either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICALt(V VW, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inf regulating construction and zoning. Futhennore, I authorize and that all work will be done in compliance with all applicable laws tractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 19, 2022 Page 2 of 2 rdi BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762 4949 ENTERED AUG 10 2022 BY: � F/(BBC 2/,00 o Master Permit No. l Y J DU 90_1—a0I to Sub Permit QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: All /✓c 106 City: Miami Shores County Miami Dade Zip: 9"-3/ Folio/Parcel#: 1 1- 9 Ne- oolo-v 12o Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): WaA*4Y � aids" Phone#: INS— IIS 0 t8f Address: q (_.�9E ( 5 5T City: MIAMI SHORE State: FLORIDA Zip: 33130d Tenant/Lessee Name: Email: ✓t/'I 1z CONTRACTOR: Company Name: FHIA, LLC Address: 3801 SW 30TH AVE. City: HOLLYWOOD FLORIDA N/A 954-884-8500 Qualifier Name:i�A�si(L�CJCLone#: C)s �1kol; Ph_ State Certification or Registration #: CCjc4FMqg0z Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/Ar'�tS@_ i'41 Ltiii<'a��`� • Uri Phone#: N/A 33312 N/A City: WA State: N/A Zip: N/A Value of Work for this Permit: $ 19. H-43 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/R,epl_ace/ ❑ Demolition Description of Work: W 1 [� —L dn6y- L✓�.F�rFt+c[.� st2Q dam✓ �irL2� Specify colorofcolor thru tile: Submittal Fee$.JrO •ft��// Permit Fee$ J ,qA CCF$J�1 l� CO/CC$ Scanning Fee $ 6. rIJ /� Radon Fee $ nt. 1. V DtBBPRR $ ,may. 1 S Notary' Technology Fee $ O' 1. �� Training/Education Fee $ U. V V Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company'sAddress N/A City N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A M N/A IIV-11 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is%'�sued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 \ Signature.-� OWNER or AGENT The foregoing instrument was acknowledged before me this day ofA1 20 as , by \AW� UA= who is personally known to me or who has produced identification and who did take an o t NOTARY PUBLIC: - WWII P,DIIC Snu d F1W da el A "rca" _--,4fMH 101749 Print: Seal: The foregoing instrument was acknowledged before me this Lt1dayof Au 20 as .by M"wId 4 who is personally known to r as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as #till####ii#####i#i#####i#i## ###: i#11###iii##iY#i####ii######i####i######i#F##i###i#kill######!##ii###}ii• APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-006-0120 Property Address: 41 NE 105 ST Miami Shores, FL 33138-2030 Owner WALTER J HARVEY TRS WALTER J HARVEY TRUST Mailing Address 41 NE 105 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY:1 UNIT Beds / Baths / Half 5 / 4 / 0 Floors 1 Living Units 1 Actual Area 2,544 Sq.Ft Living Area 2,313 Sq.Ft Adjusted Area 2.070 Sq.Ft Lot Size 9,225 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2022 2021 2020 Land Value $322,596 $265,122 $230,638 Building Value $187,993 $164,181 $153,249 XF Value $31.432 $31.776 $32,120 Market Value $542,021 $461.079 $416,007 Assessed Value $314,038 $304,892 $300,683 Benefits Information Benefit Type 2022 2021 2020 Save Our Homes Cap Assessment Reduction $227 983 $156,187 $115,324 Homestead Exemption $25,000 $26.000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 12 BLK 202 LOT SIZE 75.000 X 123 OR 21149-1996 042003 1 Generated On : 6/21/2022 Taxable Value Information 2022 2021 2020 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $264.0381 $264,8921 $250,683 School Board Exemption Value 1 $26,000 $25,0001 $25.000 Taxable Value 1 $289,0381 $279,8921 $275,683 city Exemption Value 1 $50,000 $50,0001 $50,000 Taxable Value 1 $264,0381 $254,8921 $250,683 Regional Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value 1 $264,0381 $254,8921 $250,683 Sales Information Previous Price OR Book- qualification Description Sale Page 12/0412013 $100 28950-4888 Corrective, tax or OCD; min consideration 04/01/2003 $252,500 21149-1996 Sales which are qualified 05/01/1999 $138,000 18638-0448 Sales which are qualified 06101/1985 1 $75,000 12530-1589 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http:/Aw.miamidade.gov/infoldisclaimer.asp \/acinn Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Hzi " �z L Qualifier/ caner Sfeature Date Print Name FHIA, LLC License No. CGC 061890 / 0844818 3801 SW 30th Ave. Hollywood, FL 33312 Home Improvement Contract Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax:954-792-2170 Web: www.fhiaremodeling.com Email: info@fhiaremodeling.com Walter harvey Walter: 305-915-0985 Date: 06/20/2022 41 ne 105 at whrvy@aol.com Rep: Julio Agudelo Miami Shores FL 33138 This Contract is made and entered into this date of 06/20/2022 by and between FHIA LLC, a Delaware Limited Liability Company known as ("Contractor" or "FHIA, LLC"), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items likely to be damaged.) 2) Prepare opening as necessary to receive replacement units. 3) Total number of windows being installed 4) Total number of doors being installed 5) Work NOT to be completed: No Interior or exterior painting. 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 7) Special Instructions: CWS LIFETIME WARRANTY PACKAGE LABOR,ACCI DENTAL, HU FRI CANE, FRAME 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) FHIA TO DO ALL FINISHING WORK AS STUCCO SHEETROCK DRYWALL INSIDE AND OUTSIDE**** PLEASE REMOVE ALL THE ACCORDIONS AND SHUTTERS**" walter harvey(Customer's Initials) 1 Homeowner's Association NO Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. Warranty: Contractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within 150 days after the commencement date. This space intentionally left blank IeaPmtl:gaeL. �.,..i 3.E.0 FHIA One Year Total Investment $29,200 FHIA Marketing Promotion $5,841 Initial Visit Reward $1,054 Military $1,664 Wholesale Club Discount $1,168 Total Contract Price (including all discounts) $199473 Deposit $6,000 Deposit Form of Payment Credit Card Balance Due $13,473 Balance Form of Payment Cash ***All discounts are final. No additional promotions apply.*** Vin I Impact Windows Window Style 2 Lite Roller Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Living Room Insulated Included Interior Color White Size 73 X 55 A F Exterior Color White Window Style Single Hung Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bathroom 1 Insulated Included Interior Color White Size 25 X 37 Exterior Color White Window Style Single Hung Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 1 Insulated Included _ Interior Color White Size 37 X 49 Exterior Color White Window Style Single Hung Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 1 Insulated Included _ Interior Color White Size 37 X 49 Exterior Color White Window Style Single Hung Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 2 Insulated Included i Interior Color White Size 37 X 49 Exterior Color White Window Style Single Hung Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bedroom 2 Insulated Included Interior Color White Size 37 X 49 Exterior Color White Window Style Single Hung Window Brand Custom Window Systems Glass Type Solar Max with Neat Technology Quantity 1 Location Bathroom 2 Insulated Included Interior Color White Size 17 X 37 Exterior Color White French Doors and Sidelights -- Door Style ETI Single Door Door Brand ETI Single Door Glass Type White Inner -Layer Quantity 1 Location Entry White +� Size 37 X 80 Interior Color Exterior Color White No party shall be liable or responsible to the other party, nor be deemed to have defaulted under or breached this Agreement, for any failure or delay in fulfilling or performing any term of this Agreement (except for any obligations to make payments to the other party hereunder), when and to the extent such failure or delay is caused by or results from acts beyond the impacted party's ("Impacted Party") control, including, but not limited to, the following force majeure events ("Force Majeure Events"): (a) acts of God; (b) a natural disaster (fires, explosions, earthquakes, hurricane, flooding, storms, explosions, infestations), epidemic, or pandemic; (c) war, invasion, hostilities (whether war is declared or not), terrorist threats or acts, riot or other civil unrest; (d) government order or law; (a) actions, embargoes or blockades in effect on or after the date of this Agreement; (f) action by any governmental authority; (g) national or regional emergency; (h) strikes, labor stoppages or slowdowns, delays in the receipt of materials or supplies, or other industrial disturbances; and (i) shortage of adequate power or transportation facilities. The Impacted Party shall resume the performance of its obligations as soon as reasonably practicable after the removal of the cause. In no event may either party terminate this Agreement in the event of a delay, shortage or stoppage in the supply of labor, materials, or supplies. Any of the other Force Majeure Events may be the basis of termination of this Agreement upon 14 calendar days' written notice to the other party, but only if notice is received before the Force Majeure Event has ceased. waiter harvey 06/20/2022 Date LV N Julio Agudelo Contractor Representative 06/20/2022 This space intentionally left blank (Customer's Initials) leaptotligi :C.aom 2.E.0 JJJ - n4m4m4.�,4�Ym4n4m4m4 R4m$v xg Nn i. am4.nn 4."nn4n4.r•y.m•4.m4m4nYn eN��. I` N s g NaP' 'v y v r a Gf o XRSSa iR nm� 30 S^m 4 9T9 m 4 m4 m4 4+� e4'a4-a 4-a 4 e Sggg H ppp g 2 .'0..4�S,4n4n4n7.m,4Q4n4$� 9g6lv4;;q;;ga4v4 A5k--'is E! g 8L - $ an S^4m4 m4m9m4m 4n4 a$$�${-v4v4e9e�e4a4 ,y �S�'p �y m�� OUR LL 22 8 SZgg'gg$ 4e4^a4 E�SU�yy 2g�p� 2 �gMYM4m4m4 �°•+4e4e�-a�e4-e4v 4e4eq v �w il 2 $ ue rv6�$Nd Na.^a„Nannn�wni�.P'�n3n3+a)$ N - 4 g n3;3� ave-av:w oFav N (LTj; F p `/ pp x p- -'w�- 2 e4��-e�-e4e4aR+4a4ag3434 v4a4a 4e43'�" I I d a -- N y }} yul y F It z O z KIT 1mg FAMILY DINING 25 118 X 37 (+)'- 70) FL16177.1 Em ml 73 1/4 X 49 1/2 (+/- 60) FL16736.1 ENTR i 1 D FV Xx� 4 s K \ 37 114 X 81 75/ 35 314 X 49 1/2 35 3/4 X 49 1/2 NOA 20-1218.19 FL16177.1 FL16177.1 1101 BED 18 X 371/4 FL16177.1 Jrl 6 S 04 35 7/8 X 49 112 6 (+/-70) FL16177.1 �M 35 7/8 X 49 112 (+/- 70) FL16177.1 PRODUCT APPROVAL NUMBER: 20=1 21 6m 19 OPENING IDENTIFICATIONS: lo SFD M l®�MIAMITROL COUNTY � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovluonomj Eurotech Industries, Inc. DUiLDI� _ -- 4201 NE 12 Terrace R ',/1L b V Oakland Park, FL 33334 , SCOPE: t This NOA isbeing issued under the applicable rules and regulation governing the use of co ctionma rra .Tbc documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incurthe expense of such testing and the AHJmay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein andhas been designed to complywith the Florida Building Code, includingthe High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev G, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on DEC 11, 2020, prepared by AL-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks +bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock and manual Flush bolts at top/bottom. 2. Single or double doors maybe mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall automatically terminate this NOA. Failure to complywith any section of this NOA shall be cause fortermination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entireNOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0318.01 and consists of this page I and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. Ise<2I Lti�h� NOA No. 20-1216.19 Expiration Date: June 10, 2024 (ApprovalDate: January 21, 2020 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01 /15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Large Missile Impact Test perFBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Large Missile Impact Test perFBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Sella, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T 100, dtd 01 /29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1216.19 Expiration Date: June 10, 2024 Approval Date: January 21, 2021 E - 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under #18-0116.03 A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. 3. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS (Reference current test submitted under files #15-0707.02) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by American Test Lab of South Florida, Test Report No(s). ATLSF 0304.01-15, dated 05/26/15, signed and sealed by Stephen Warter, P.E. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1216.19 Expiration Date: June 10, 2024 Approval Date: January 21, 2021 E-2 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 61b Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 02/28/19, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0116.03, expiring 06/10/2024, subjected to verification in next renewal cycle. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-01 Rev G, titled "Aluminum Outswing Entrance Door", sheets 1, 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on DEC 11, 2020, prepared by AL-Farooq Corporation, signed and sealed by Jalal Farooq, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tb Edition (2020), dated 12/11/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. D. STATEMENTS ' 1. Statement letter of conformance, complying with FBC 7111 Edition (2020), dated 11/12/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHER 1. This NOA revises NOA No. 19-0318.01, expiring 06/10/24. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1216.19 Expiration Date: June 10, 2024 Approval Date: January 21, 2021 E-3 ---------------- SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS i , _ --------- LOWER _ - _ _ _ _ ;f I TRIBUTARY END LOAD LOWER DESIGN PRESSURE OF TRANSOM. DOOR OR 1 11 - - - ,t II TRIBUTARY ANCHORS TO BE TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE —jrty / 11 11 FOR ENTIRE ASSEMBLY REVIEWED BY AHJ i t 1 1 5' MAX. 11 I__ I 11 HEAD/SIL ------- , ✓j� CORNERS ALUMINUM OUMVING ENTRANCE DDOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELTTES IN COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (8TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOC17Y HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 61m M = Msd rn °d 04 DOOR HINGES SEE SHEET 2 FOR QUANTITIES do CAPACITY 42' 13" MAX. 31 3/4- 39 1 /8. LOCK OPTION ' 1' SINGLE ODOR W/ 3 POINT LOCK SEE Dp CHART ON SHEET 2 SURFACE APPLIED FALSE MUNTINS MAY BE USED I C w Z cc }0 LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Op CHART ON SHEET 2 PRODUCT REVISED TYPICAL ELEVATIONS as t ornp ing with the Florida Building Codo NOA-No. 20.1216.19 Expiration Date 06110/2024 By Mlan! , O Product Control OEEC 1 1 2020 THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. n R�¢0R 0 0 o 1 No.8W3 QA •STAT1EF��la✓�� drawing no. iC FioR10�a�.�' W04-01 rn O M 11) Oppyy AOCr^ O S r- 11 I II II II AC�m 0 II I II p� >. o N rn SEE SEPARATE NOA FOR SIDELITE RATING AND DETAILS i1 I I > m z 1 t 1 I I LOWER DESIGN PRESSURE OF SIOEUTE, DOOR OR I; I I to N rn > or II I t� DOOR MULLION SWILL CONTROL DESIGN PRESSURE 1 I' n i Zmo ;I FOR ENTIRE ASSEMBLY it II yam. 1 0Z0 11 I t m II I nwo 11 1�- -- -- --------- - - JI I S C IA QQQIn m r nu fq .. -4 ~v C zo '!$$ U 2x 0F)n rn w rmq} !)y00 p O Nr Z N C o rn _ bo o 2 NLj y n N10, o5pA a RO 0 r C P@9 C(� LEAF HEIGHT 97" n t QI FRAME HEIGHT � o� c m ov A IL m c� r� a dolt. 01_1�04 revisions n ALUM OUTSWING ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION a w o no date description ' 3OI" '/2"'t'-D" EuroteCh Industries Inc. ENGINEERS m PFeooucT DEVELLE,tvr + _ 9360 SUNSET DRIVE, SUITE 220 4201 N.E. 12th Terrace (C-A.S. 3538) C o �• hr TA MIAMI, FLORIDA 33173 0 i 0�.16.18 REV. PER RER COuvENTS Oakland Park, Florida 33334 TEL.(3081284-8100 FAX.(305)262.6978 Eat chk, by: C t 1.05.20 uPWTED 10 2020 F8C Tel. (954) 630-9967 Fax. (954) 630-0217 COMP-ANL\1Y04-01 E%VD Fi �Ir*1D \\ n � 11 / o a �n 3 1 /2" MAX. 11' MAX. p � u� CORNERS JAMBS m \�; 84 7/8" N O.L. OPG. �' . DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) I INT. (-) 2/6 3/0 6/8 3/6 75.0 85.0 75.0 85.0 85.0 75.0 2/6 3/0 3/6 7/0 _ 75.0 85.0 75.0 65.0 75.0 1 85.0 2/6 75.E 85.0 3 0 8/0 75.0 85.0 3/A DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. KS SINGLE 100RS' (oPT10N 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4* X 1 /4' X 16-1 /4" LONG ATTACHED WITH (2) 18 X 3/4' SMS TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6 12 35 63-1/2' AND 92-1/2' FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE '11' WIDTH HEIGHT (+) INT. (-) 2/6 3/0 3/3 6/8 �110000--Eoo 140.0 140.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.E 140.0 100.E 140.0 2/6 3/0 3/3 8JD 100.0 1 100.0 140.E 140.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: (OPTION 02) MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) #10 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4' SMS BINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3 9' AND 26-3/8- FROM TOP AND BOTTOM, ONE AT MIOSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9' AND 26-3/8" FROM TOP AND BOTTOM / I \ I I \ ILI / \ 1 DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE ICLASS TYPE 'A' OR 'B' WIDTH H13GHT I EXT. (+) INT. (-) 5/0 6/8 75.0 75.0 75.0 75.0 6/4 5/0 7/0 75.0 75.0 73.0 75.0 6/4 5/0 1 8/1 75.0 75.0 75.0 75.0 6/4 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. -D_QMf:__RDM- (OPTION 02) ACTIVE LEAS: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) /8 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE FAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 102168 ATTACHED WITH (4) #8 X 1-1/2' SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDG ITEM / PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ER006 AS REOD, DOOR FRAME 6063-T6 - 2 ER012 AS REOD. DOOR LEAF 6063-T6 - 3 VZ1566 1/ LCAF DOOR BASE BOARD 6063-T6 - 4 VZ -14 33 1 / DOOR FRAME SILL 6063-T6 - 5 - 1/ DOOR SILL BASE 6053-T6 VZ-1481 AS REGO. ASTRAGAL STILE 5063-TGVZ-1535 F76 4/ LEAF GLAZING BEAD 6063-T6 - 2301 AS REOD. GLAZING GASKET EPDM DUROMETER 75*5 SHORE A 9 - 1 SHEAR CLIP 6053-T6 - 10 1001/50 1/ CORNER CORNER KEY- ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 d10 X 31V 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REOD._ BULB W'STRIPPING 14 1 010 x 2 AS REGO. ASSEMBLY SCREWS - HH SELF DRILUNG IS 1#12 X 1-1/41 ASSEMBLY SCREWS - SMS 3/16" HEAT STREN'D GLASS 090" Interlayer Trosifol PVB 1 �By 'kuraray America, Inc.' T 3/16' HEAT STREN'D GLASS a SILICONE 2800�SILAZE II /rGEOSCS Z, 0 Zo °D q � b Qa �n OO_O,� P1 O L1 N ^ 4 C1'aISrl Or O M Od0a 7 0 a O �Z. �xrn •o n zM m QWo2� 16' HEAT STREN'D GLASS �. 100" Interlayer o -SentrAlos �! c By 'Kuraroy America, Inc.' IY m 3/16" HEAT STREN'D GLASS M W rn v tiM � o v L �a SILICONE �L 9111 � .i GE SCS 2800 rSILGLAZE 11 W c9 3 -0 -5LLto Z c C4 1 1 s . 0 VWa,!� _5 a 3 N O W --t 0 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS E 2 PRODUCT REVISED BY 'GIESSE' as comp In Mrith tho Florida (5) PER LEAF Building o AT 6", 12', 35', 63-1/2" AND NOA-No. 20"1216.19 92-1/2" FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. Expiration Date 06/1012024 By Ictn I Z.4"'. IYRa e P Llot ontro NOTE: "' GLASS CAPACITIES ON THIS SHEET ARE 0 N A N m �tid�r n: BASED ON ASTM E1300-09 (3 SEC. GUSTS) ° AND FLORIDA BUILDING COMMISSION ; a = o DECLARATORY STATEMENT DCA05-DEC-219 B c° DEC 1 S 2a2r = b � \ r _ No.81223 9 �0,• �•�j drawing no. �W04-01 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ACCESS HOLES WITH PLUGS �G ) #8 X 1/2" S 3" FROM ENDS AND 10" O.C. MAX. (4) #12 X I" SMS AT 2" O.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING P --r li r SEE SEPARATE NOA y FOR TRANSOM yI RATING AND (DETAILS I IL M 3t SUt I �r tr r �1 II I h n it ---- ---- - - - - - - - - - r �1 i, Ir II Ir MIAMI-OADE COUNTY APPROVED MULLION SEE SEPARATE NOA (SEE Dp LIMIT NOTE IN SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying with tho Florida Bullding Codo NOA-No. 20-1216.19 Expiration Dato 06/10/2024 By IS�T I L'.•1 lltlam ado ue on SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. _JAIVLtlUK SEE ELEV. FOR S 1/4" DIA. LIITRAC Nui By 'DEW IT' Tu-164 KSI. Fy-148 K: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i-1/2" MIN. PENETRATION INTO WOOD (HEAP/JAM THRU 1 KS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) T-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) f_14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. y�V TYPICAL ANCHORS SEE ELEVATIONS METAL FOR SPACING STRUCTURE Z g A �F. h EDGE DIST. W °j O00C a W H a V rya Y w-t QaM 'U) O4bre f� vi tJ► 0 ujZleia " LLzp0.a j on � WOOD BUCKS AND METAL STRUCTURE NOT BY 'EUROTECH' Q �ioMii MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND c-- -- TRANSFER THEM TO THE BUILDING STRUCTURE. —� 0 v p cc W ej v O v o L10 0 W O 4 r^O Z C N y m ems, `o n tLi t,.i O 0 2 0 11 � O o J � N O ' Q W 0-0 ry No. 81223 DEC01 �Q�'•.,• STA=•/d/w� drawing no. W04-01 LO Dm" M 8 A son 5) M ti ' ORO. O IN� ICL QO�� a i ~ O c m ov 9 a 0 O m Cl) N O N O o date: 01-13-04 J f. uaa: 3�6• - t- � ,n dT. br TARIo o rcbti b7: II 1 Ut m y> X Z N no late escn Ion C 01.26.12 UPDATED TO 2010 FBC D B-72-715 UPDATED TO 2014 FBC E 12.27.17 UPDATED TO 2017 FOC F 04.16.13 REV. PER PER COMUENTS C 11.05.2 UPDATE- TO 7020 FBC ALUM OUTSWING ENTRANCE DOOR (l_.M.I.J Eurotech Industries Inc. j 4201 N.E. 12th Terrace Oakland Parts, Florida 33334 l Tel. (954) 630-9967 Fax. (954) 630-02 t 7 o � r lnmz> m rho z�� n . Tn n f'f O AL-FAROOQ CORPORATION a ENGINEERS d PRODUCT DEVELOPMENT a 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL. (30S)2848100 FAX (305) 262.8978 CA v u +.III V N In O - N pu (1 N u 9 0p1D nVi AO v v rn L V m D —� > c N 10 0 N Nq f• A O _ 4 4 N 4 �! V � A N O � to OD V� A O N A 4 n Vl a o tp L7 o D D � N X A O N N_I r v m 0 0 � o 0 m x.9 ry a Mo Rwi 7 Am9C .S O ra j a w m ' O a 1 t� 0 oad y N' a date: 01-13-04 -- 0 �. acate: 31W . 1' 10 dr. by: TARIO 0 -A chk. by: no date I by I descriotion C 01.26.12 1 NO CKOAGE THIS SHEfl 0 07.27.1 UPDATED TO 2014 FBC E 12.27.17 UPDATED TO 2017 FDC F 04.16.18 NO CHARGE TTSIS SHCCT G 11.05.20 UPDATED 10 2020 FBC ALUM OUTSWING ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION a Eurotech Industries Il1C. ENGINEERS m PRODUCT DEVELOPMENT A 9360 SUNSET DRIVE, SUITE 220 4201 N.E. 12th Terrace MIAMI, FLORIDA 33173 (C.A.N. 3538) /� Oakland Park, Florida 33334 TEL, (308) 26"100 FAX. (3015) 26"978 �r Tal. (954) 630-9967 Fax. (954) 630-0217 „� , •„ , ,,,_ PRODUCT APPROVAL NUMBER: 16736ml OPENING IDENTIFICATIONS: 2. HS Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?paramwGEVXQw... t t a t r Bcs Home login User Reglstratbn Hot Topics Submt Sua:harge Stats a Facts Publtabom Contzd Us KIS Ste Map Wks Search db Product Approval r i G'J'l �Y''•�. r`�r^„� USER: Public User '"•. P_mdUtS APPmVa) Menu > Pr3QV5LprSRPkaLpSeeRh > A@PsSl3: -L+SS > APP➢mtbn Data➢ ' `�� •`-Y. FL * FL16736-R3 - 'i�qe Application Type Revision -°'+. 11 Code Version Application Status proved'* Comments publiccomment; Remove proprietary note and does not comply w/ 2411.1.11.09/17/20 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Morlda Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2028 Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/W DMA/CSA/101/I.S.2/A440 ASTM E1886-13a ASTM E1996 PA/TAS 201/202/203 Year 2008 2013 2017 1994 1 of 2 12/31/2020, 10:28 AM Florida Building Code Online https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGE VXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL16736_R3_Equlv_8200 LM Equivalency p_df Method 1 Option D 08/10/2020 08/10/2020 08/23/202D 10/13/2020 FL Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14736_R3_I{_CWWWS---671D pdff Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R3_AE EvalReport871D.W I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736_R3_II_CWS-869D.p Ir`f Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 6311, DP +/- 60 psf. Outer lite in FLF�_R3_AE E_ valRR ortU2Q f I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. Card lis :: 2601 laak 5tone Road, Talahanee FL 32399 Pimne: 850-487-1824 The State of Florida is an AvEED employer. Qmmht 2097-2013 State of Florida :: Privacy Statement :: Am emus, Sta[emen[ :: SeNnd Statement Under Florida low, emal addresses are pubic moods. 8 you do not want your a-mafl address released F response to a pubic-remids request, do not send eloclfook mail to Mk entity. ktatead, mated the oaxe by phone or by madalonal mall. 9 you have any questom, please contact 850.487.1395.'Pusuant to Sedlon 455.275(1), Florida Statutes, eftd a October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an emal address r they have one. The erm la provided may be used for ofrxial com munkatlon with the Ikensee. However aural addresses are public record. Vyou do not wkh to supply a personal address, please provide the Department with an email address whkh can be made available to the pubic. To determine ryou are a Icemee under Chapter 455, F.S., please dkk bar€. Product Approval Acmplo: T1 ®® F.-7- Credit Card Safe 2 of 2 12/31/2020, 10:28 AM URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-I 574 FBPE C.Q.A. #29779 Evaluation Report 871D August 04, 2020 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 71h Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-871D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871 D. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871 D • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.02, • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.10' or 17- 0228.04t t I have evaluated the interlayer and framing materials in these Kuraray, Quanex, and Veka NOAs and find that they comply with the requirements of the 7t' Ed. (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �o �G4 A. rU ` ��ii Lucas Turner * rNo 5g201 2020.08.06 08/04/2020 Q ,. Lucas A. Turner, P.E. i 5.01.36 .5' STATE OF FL PE #58201 -05'00' V10 NAi�`�%�� URNER ENGINEERING & CONSULTING, INC. Equivalence of Product Standards 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 August 6, 2020 Product Description: Series 8200 PVC Horizontal Slider Windows LM Impact, as detailed in Installation Instructions and Evaluation Reports CWS-869D and CWS-871D Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Equivalent Standards: ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ASTM E 1996-04 or 06 or 09 equivalent to ASTM E 1996-17 Assessment: The products indicated above have been tested to ASTM E 1886-02/04/05 and ASTM E 1996- 04/06/09. I have determined that for the indicated products as defined in the indicated Installation Instructions and Evaluation Reports, that this product testing is equivalent to that performed for ASTM E 1886-13a and ASTM E 1996-17, as referenced in the 7`h Edition (2020) Florida Building Code. ,��tititA. lt111/I/1 .o No. 58201 �C— w STATE OF Z' 11111111� 8/6/2020 Lucas A. Turner, P.E. FL P.E. 58201 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 9MMM TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 751/4' MAX OVERALL FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 74" MAX UNIT WIDTH 3. CONFIGURATIONS: "OX", "XO". HORZ. SLIDER 33" GLASS DLO 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Q Z 3: Q Z 3 INFILTRATION TEST PRESSURE AND GLASS TABLES to w O ASTM E-1300-04e01/09. Z w -1 OUJA Q � Q UU.t t - w ZOZ cc_z�- t i Ri 5. ANCHORAGE: THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w 3 z 3 3 64yg 114- t IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR Z Z x 2 ¢ M w p 0 MAX DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD 0 0 I- FO d a x h- M FLANGE B B ANCHOR CALCULATIONS. 0 Z Cn N Z Z I- a HEIGHT t Z 0 0� — U t 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q � Z O 2 Z O U- v REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT ¢ 3 O w - x 0 Z t t t UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT ¢ g Z vi f t t t t- } 3 9 g 63' MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w U. 0 ¢ U) A w 0) w UNIT FLYING DEBRIS. a z= a fr O 5 v ' HEIGHT O X i MAXt6' 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT a � ~ M a. LU 3 a � cr SASH USED AT FIXED MEETING RAIL AND HEAD/SILL I t t HEIGHT 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: DLO 16" ' S X = OPERABLE SASH, 0 = FIXED SASH `�� GLASS t 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I 1 5 LOCATION. NO. 58201 AU i t 5 11. EXTERNAL WEEP SLOT = 1/4' x 1' LOCATED 4' FROM BOTH ENDS. STATE Ci C � A A �NAL��` 5 Lucas Turner 33" GLASS DLO 2020.08.06 36 5/16" MAX SASH WIDTH W05/ = 14:49:41 -05'00' LUCAS A. TURNER. P.E. FL PE # 58201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS .... 2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING M74" x 63" +/- 60 PSF LARGE MISSILE IMPAC GENERAL NOTES AND ELEVATIONS ADE 1 10/10/13 CWS-871 D SHEET 1:15 1 OF5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 8 36) ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. X LOCATED AT THIRD POINTS (ITEM 27) IN HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/8' ANNEALED -MD PVBINTERLAYER 118" ANNEALED I I PURFECT GLAZE"H" I SIKAFLEX 552 L%7 1/2' GLASS SITE QUANEX DURASEAL, or CARDINAL XL EDGE, or KODISPACE 4GS TPS I.G. SPACER GLASS TYPE A 1:1 SETTING BLOCKS PER FBC 2411.3.3.1 WINDOW SYSTEMS 8 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CwS.CC, 8200 PVC HORZ. SLIDER IMPACT P i 3 Qz3: Cwo wwop Q w Q zpz WE?Iw- C LL R w 0Mir.00 1-w zH3�x z0 zx2Qocw o 0(ai U Z -Za.Nana O�j—?�Vw um) Q FzLLoowZ �O��O— z eamc = 92 cr zLna O-1NL- ~ix 0 � uj3:cc ooc a w� a x a P. Tall? r�GLM�E No. 58201 STATE OF aAoxplt 4 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380.1574 1EET DESCFUPWO-N. SECTION VIEWS AND GLAZING DETAIL LAWN BY: DATE: ADE 10/10/13 Y f: REV.: CWS-871 D SHEET 1:2 20F5 z O m v O N cn 2 2 cn o" u7 '9 'O 9 'O T T T S S S S S S S S dNY �f ON �► �V► N la S �. pb�j NN Z & & & & 6 1 & �l �1 N N IV a Ui N N N N Q N u0l (Oil N 8 g Opt N pVp W W LJ ro 0o � Vl N N" N N N N W N N N N (n V OD V 01 O t0 O f0 N W 'A N OD 40 t0 w 1 w W OD O t0 w N N A OD OD W co N W A -► ail -• W 0, y� rMu��]cn0 9 T SR. oog c o pro c 9tv�Q 0 0 0 c m x t� o SR. SR Q °i M o es > >' e� m `& 3 3= m 0 3 p N ii 'fl X 3 c`� m 3 S n » 3: � a a -i cn T i j i � 9m - A' co > > 3 �, o Cn cn � zoaFSaPp co 43 co T °NCAco Z A � n n 6qo jQ �a CA S r .. » C -4 � C n 0X fn :3 fn X i nlnlalalalalal�l I�I�I�II IaII IIaIaI IFIC' 8 T T n r r T-T a. z n caZn _ _�< n NO�a U'Pto m= _ A � 14 r� �N�A 1r --m r r �1Mo S C �� C � unn cv).M ; g 3:ch 2z NOp m NND vT %)M m co � W �r z r z A 0 o .l L" m 70 I m t� n �°' omo z --i Imo xX1 SoMo ?l `l r ^w? D riv m _mom mmm V N W-nog z co. grt�Z XzoI fill 11 S ' O �` 00 r i •• N co v m • c z �w mN ?a o-n> o - w; zm� X O -1 w-4-*tC n� G c i m oZ �i2 0 N cocn Om o � rWNNA Ao- op o 0 O z CA w CA m 0"'44111114' z G i as T o = PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. W N 00i g n z _ z O m ar 0 70 am 0 0� Z goo = N ao Z ��000 � g �O$ o 00 . irk —1 0 0 Wm H M A 121/2' MAX. O.C. i 6- MAX (TYP.) — 6- MAX (TYP.) — 17" — MAX O.C. (TYP.) NOTES: rYP.) T. rl 3- (TYP-) 5E I 1 I I O I t I I1 I I I I v I1 I ^ II I I I I I ,I ,I I I ANCHOR LAYOUT - (FLANGE) E NOTE 2 4" MAX. (TYP. 4" MAX (TYP. INSTALLATION ANCHOR (TYP.) 8" - MAX O.C. (n'P•) 8" MAX. O.C. (TYP.) I Fr I t I I O I I I I I X ' I I I I I ANCHOR LAYOUT - (FIN) W[wo� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EE NOTE 2 WWW.CWS.CC $200 PVC ►—INSTALLATION HORZ. SLIDER ANCHOR (TYP.) IMPACT 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMAIAAMAIWDMA 300(EXTERIOR DOORS) a z 3 az?: H ❑ w O w w o d w zOz maze o Qcn3}OaC�a� �- Pw zI-3:Mz z zxm<mwoo o OI-o a=�-x 0 vc_n�Zal-W(L In Za rzLL2p0wo > <3ow-xo- wal 0 nOo 002�2 zCnLum wvow -icnr- CL to aX0 wHOa_ a0 Lu cc a- ¢3:a `F ~` * N o. 58201 yt W aTAT�E�OF ,�� 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc TH Camden, TN 38320 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 10/10/13 VG #: REV.: CWS-871 D SHEET 1:20 4 OF 5 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE 1 nff I BYINSTALLER INSIDE AND OUT SEALANT BEHIND l� FLANGE BY INSTALLER 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND 1/4" MAX SHIM FLANGE BY INSTALLER Q PERIMETER SEALANT MIN. EMBEDMENT BYINSTALLER SEE TABLE 1 INSIDE AND OUT r1A I SUBSTRATE BYOTHERS--/ r / / / / / /I SEE TABLE 1 �— MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 114" MAXSHIM— INSTALLATION ANCHOR SEE TABLE 1 -SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST SEE TABLE 1 1/4" MAX SHIM - MIN. EDGE DIST. SEE TABLE 1 `— PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER C!!!!! ION HORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" TTW TAPCON 1.1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" TTW TAPCON 1" 2" (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116" rTW TAPCON OR ELCO ULTRACON 1-318" 7/8' FLANGE 2X MIN. SOUTHERN PINE (G-0.55) 010 WOOD SCREW 1-318' 7/8' FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR TTW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.D60" 7/16" FLANGE 1/B" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16 " FIN 2X MIN. SOUTHERN PINE (Ga0.55) #8 WOOD SCREW 1-1/2' 112" PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS 1800 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 WWW.CWS.CC -2 HORZ. 8200 PVC SLIDER SEE TABLE MEKr IMPACT PERIMETER SEALANT BYINSTALLER a w 3 <Z3 . o w$ <ri) w g p a Lu Z os Z Ir Z � INSIDE AND pIIT G Q 3 } O Q ?� aD INSTALLATION ANCHOR SSE TABLE 1 Z O Z S 2 a¢ w 0 p O1-O�-a=�M SEALANT BEHIND FIN BY INSTALLER A Z V LaN? Z~= a (7 O — rj U lr C1 HORIZONTAL SECTION Q FZu. 2 O O w Z 3 O} I-F- C Z— 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q a:0 ~ } N 3 O g u-rnW 0ccf)I.-- z-a Lu ~a w�wy a. a. cc a HORIZONTAL SECTION 5 J BOX FRAME INSTALLATION T HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. Up * No.58201 =70 �1tZ STATE OF 8/0512020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 INSTALLATION DETAILS ADE 10/10/13 oG a: REV.: CWS-871 D SHEET 1:2 5OF5 PRODUCT APPROVAL NUMBER: 16177ml OPENING IDENTIFICATIONS: 3=8m SH 6114/22, 206 AM M5 Home Log In ', User Registration it Ida pr Product Approval n USER: Public User Florida Building Code Online Hat Topics Submit Surcharge Stars & Facts Product Approval Menu > Product or Application Search > Appllcatlon U > Application Detail - FL & FL16177-R4 "- - - Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Kevin Pine kpine@cws.cc Mary Rukashaza-Mukome 1900 SW 44th Avenue Ocala, FL 34474 (641) 621-3317 rukashazamc@pella.com 'UaPR Nurse giusur paMR uaPlFblrlslONa . CaHMcroRPR Q-q Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M. Wich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) I1E47)II:iiK@LyF713:�5•TiRFt'741T.II Standard AAMAIWDMA/CSA/101/I.S.2/A440 ASTM E1886-13a ASTM E1996-17 PA TAS 201/202/203 Year 2008 2013 2017 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPRxH15tWmKhIOeYJkOOJowQ%3d%3d 112 6/14/22, 9:06 AM Florida Building Code Online FL16177 R4 EDuiV 8100 LM EDuivalency,pdj Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r1 Method 1 Option D 02/25/2022 02/27/2022 03/03/2022 04/13/2022 FL fF Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVNZ: Yes FL16177 R4 II CWS-812E.pdf Approved for use outside HVNZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R4 AE EvalReport812E.pdf glazing required on outer lite above 30 ft. in HVNZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300. Back Neat contact Us :: 2601 Blair Stan. Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.,tgovraht 2007-2013 State of Florida :: PriyM Statement :: Amesslbility Statement :: Refund 5tatemen Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please click bate. Product Approval Accepta: ®W3 IM07E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param-vGEVXQwtDgvyf4ngAXh10y8QgDbmBIPRxH15tWmKhl OeYJkOOJowQ%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812E January 21, 2022 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 613/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the7`b Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-812E, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, and PRI-1778T0012.01/02/03/1778T0018, by PRI Construction Materials Technologies, Tampa, FL, signed and sealed by Zachary R. Priest, with testing performed: TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812E. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812E • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires PVB Interlayer: Kuramy Trosifol per Miami -Dade NOA 20-0915.22, or Eastman Saflex per Miami -Dade NOA 21-0216.01 • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.1 Ot or 17- 0228.04t t I have evaluated the framing materials in these Quanex and Veka NOAs and find that they comply with the requirements of the 7th Ed (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Af NN Lucas Turner * 2022.01.21 No.58201 s 1/21/2022 12:05:41 -� * Lucas A. Turner, P.E. -06'00' #TAM OF � FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT 53 IV MAX OVERALL FLANGE WIDTH 517/8' MAX UNIT WIDTH 471IIIV GLASS DLO A 1 - -- -- 1 - B Q B GLAS8• S 51 • 1 I I HE HT 1 � so 3116• 1 1 26 BASH GL HEIGHT X 1 OL 1 B 8 1 14 ;B - - - - ------ - e A 4s 1ns� GLASS DLO MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES a ELEVATIONS.....1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M............... ....... A ANCHOR SCHEDULE d NOTE& ..... ..5 INSTALLATION DETAILS....................6 BEN RAL NOTES: i THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT QMfflwqd1. IS RITION INCLUDING THE ATEO FOR WIND ZONE 4GM18SILE LEVELE. MPACTH VELOCITY HURRE USEEAB D�EFI AN 10CALA. 900 SWFL40hIRlt? 34474 1N ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS:'O/X'. 8100 PVC 4. DESIGN PRESSURE RATING: SINGLE HUNG -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01/QB. -POSMVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION NFIL E 1TIONTEST P. ESSURE AND GLASS TABLES z g Q o , 5. ANCHORAGE: THE 3314% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR � UP z a �; O a 3 - uu 3 x DETAILS. WINDLOAD DURATION FACTOR Cd-1 A WAS USED FOR WOOD ANCHOR CALCULATIONS. § � � � �_ w O y rz = oC 1- a S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE a z.3 5 f/1 1-90 1�. NOT CUIRED 7. ALL FRAMES AND VENTS FULLY WELDED. } _j Z p O ftligo SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. al z w p 6. SERIES 1 MODEL DESIGNATION SH-6100. Q W iE8 w d 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ILI Ir X - OPERABLE SASH, O o FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. tall ljrrrr �Ip�� o A 640 11. EXTERNAL WEEP SLOT - 1/V X 1.11C LOCATED C FROM BOTH ENDS. `�� v �i MAX. UNIT SIZE DESIGN PRESSUREILAD RATING 1-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT Lucas Tumer 2022.01.21 12:10:39 -0000, 1/21/2022 LUCAS A. TURNER, P.E. FL PE S 58201 2426 Old Natchez Trc Td Camden. TN 36320 PH. 941-380-1S74 GENERAL NOTES AND ELEVATIONS SCALE FL# 16177 BAT C6118112 CWS-612 E 1 :15 SHEET 1 OF 6 7/8' OVERALL INSULATED GLASS u5' ANNEALED OR TEMPERED 711W AIRSPACE 5116' LAMINATED GLASS 1/8' ANNEALED AW PVBINTERLAYER 1/8' ANNEALED CARDIN DURASEAL or, CARDINAL XL EDGE or, I I\ KODISPACE 4SG TP8 PURFECT GLAZE -W OR SIKAFLEX 552 I.G. SPACER CUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 48G TPS I.G. SPACER SASH LITE -7/0' OVERALL INSULATED GLASS -IV ANNEALED OR TEMPERED -7116' AIRSPACE 5116' LAMINATED GLASS 1/6' ANNEALED AW PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE *W OR SIKAFLEX 552 t/2' GLASS SITE 19W SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT No-W2011 Zolk RATSOF 1/2112022 WCAS A. TURNER, P.E. FL PE N 58201 2428 Old Natchez Tra Td Camdom TN 3832D PH. 941.=-I674 GLAZING DETAILS SAT SMLNff Wom P a 1 3 at +: CWS-812 FL# 16177 1:1 W18/12 E SHEET 20F6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26.36.37, 44.51.52, 55-56.64, 67.66 INTERIOR stu i lvn " NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 1200 SW 44TH AVE. OCALA. FLORIQA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT g 3 Q 3 ui �� lO e �0 g( ZC- c 34 ICE xy0.O is OCL _ a NO.68Z0! 7S GTATI0* flfflt 1121/2022 LUCAS A. TURNER, P.E. FL PE # 56201 2428 Old Natchez Tic Td Camden. TN SM20 PH. 941-80.1574 SECTION VIEWS BAT 06/18/12 CWS-812 E FL# 16177 1:2 SHEET 30F6 x x x LINE ITEMS NOT USED: 5, 7.11.15-17, 21-22, 20. 31, 33.36, 41-43, 46, 4M, SS, 57.61, 691 2 3r4• v Ins• PVC FRAME FLANGE H-6222 liar 9118'� Ill Ill, REINF., IMPACT HOOK -1112 7 /8 1 5J18' Vir PVC SASH STOP - 6a25 518. REINF. S-2120 1 tSn6' to 1 �� 1/18• PVC SASH PULL RAMTILE H-6223 t 3rts• PVC SASH RAIMILE H-m �t vt6• 7/te' 1 tns• PVC SCREEN CATCH S-6226 214• t i v1s• REINF. H-2123 1 51t8• 8Fff 5• I IMPACT HOOK S-1577 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6083-T6 UNLESS OTHERWISE NOTED. 23n8' L 6 1/18' PVC SASH MTG RAIL H4224 1 2 IN MTO RAIL H-2121 13r16' i+ PVC MTG RAIL COVER S-6228 t -y tns• REINF. SASH MTG RAIL H-2124 FRAME CORNER CONSTRUCTION kk CORNERWELD (ALL SIDEM FD(ED MEETING RAIL SCREWED TOGETHER WITH lie �1 tn8• �1s• PN SUPPORT S-6227 WINDOW snrlm a ISW SIN 44TH AVE, OCALA FLORIDA 34474 WWW.CW8.CC 8100 PVC SINGLE HUNG IMPACT zg . y�V4F- R x� N a �yw�a o w� all o. CC 3 a- NO.88201 �� 6Ty1TBo► 1-� PVCBGLAZING itTtll $43237 1121f2022 LUCAS A. TURNER, P.E. FL PE 0 58201 2428 Old Natchez Trc Td Ceatden, TN 38320 PH. 041-380-1574 BOM AND EXTRUSIONS BAT 06/18/12 CWS-812 E FL#I 16177 1 � SHEET 40F6 6' ANCHOR LAYOUT - (FLANGEI NOTES: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE DENSITY P CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, W000 SHIMS ARE NOT ALLOWED. SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITHANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE(CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3• FOR MASONRY. I • FOR WOOD AND METAL S. WOOD OR MASONRY OPENINGS, BUCKS AND SLICK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100(FIN WINDOWS), FMNAAMA 200(FLANGE WINDOWS). FMAIWDMA250(BOX WINDOWS). FMA/AAMNWDMA300(EXTERIOR DOORS) FL8 16177 19W SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 3 A Z .. z Z WHO ;Z 013:w igig ° x u- U �0 Z La 0. �31 No.58201 1� �i 1121/2022 LUCAS A. TURNER, P.E. FL PE 4 58201 2428 OW Natchez Too Td Camden, TN 38320 PH. 941460.1574 ANCHOR SCHEDULE AND NOTES 8AT W18/12 NRFF- CWS-812 E WAM 1SHEET :15 5OF6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT j;IN. EDGE DIST. SEE TABLE 1 SLISST'TRRATE TABLE 1 HERS SUBSTRATE BY OTHERS 1/4 MAX SHIM SEE TABLE 1 SEE TABLE 1 W. E1�IBEOMENfPERIMETER SEALANT E TABLE 1 BYINSTALLER A pUT SEE T� 1�. SEALANT BEHIND INSTALLATION ANCHOR FLANGE BY INSTALLER4 1/4' MAX SHIM SEE TABLE 1 S - 1 Z az-- INSTALLATION ANCHOR SEE TABLE 1 BY SEALANT BEHIND 1/4' MAX SHIM FLANGE BY INSTALLER Rawl PERIMETER SEALANT BY INSTALLER MIN. EMBEDMENT INSIDE AND OUT SEE TABLE 1 SUBSTRATE BY OTHERS BEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 A VERTICAL. SECTION W TYPICAL SILL ANCHORAGE TABLE 1: APPROVED tWTALLATION FASTENERS US8TRATETYPE 1ANCHOR TYPE MIN.13ABEOUENT MIFUEDGEDIST. lCONCRETE (2.0 KSI MIN.) 18' ITW TAPOON 1.1/2' W OR (TROUT ILLED CMU 117 PCF MW. 3/18' ITW TAPOON• CRETE (2.85 KSI MIN.) Ur E UL 1• 1' - /4' 21/2' MIN. SOUTHERN PINE (G.0, 3/ OR ELCO ULTRACON 1.318 7/8' MEN. SOUMERN PINE (G.0.56j 110 WOOD INw 7/8• 18 GAUI3E RAW) MIN. STEEL STUD (33 KSI YIELD MIN) 010.16 HL11 KWR-FLEXOR ITW TEKS SELF-DRUAIG SCREW FULL THREAD THRU 0.060' 7116' 118' ALUM. (6063-75 MIN.) OR 1/8' STEEL (33 KSI MIN.) 1. #10 GRADE 5 SE TAPPING / ORELLNNG SCREW FULL THREAD THRU 0.125' 7/16' I SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION \,V TYPICAL JAMB ANCHORAGE a � WINDOW SYSTEMIS I= SW 44TH AVE. OCALA. RARIDA 3"74 WWW.CWS.00 8100PVC SINGLE HUNG IMPACT z 3 Q 3 W g celSE R o flg 3:9 a zya a� �O� L M� -No. U201 *x RATl8L7Ele PERIMETER SEALANT 1/21/2022 BY INSTALLER INSIDE AND OUT LUCAS A. TURNER, P.E. Q HORIZONTAL SECTION FL PE # 58201 BOX FRAME INSTALLATION 2428 Old Natchez Trc Td HEAD AND SILL SIMILAR FOR BOX INSTALLATION Camden, TN 38320 PH. S41.Wo-1574 FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, OM DMRIFTM: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: INSTALLATION DETAILS - MIN.1/4• FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. : - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. BAT 06/18/12 CWS-812 E FLNle 1s177 12 S B OF